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HomeMy WebLinkAbout1250 CARLSBAD VILLAGE DR; ; CB940330; PermitBUILDING PERMIT 04/26/94 16 58 Page 1 of 1 Job Address: 1250 CARLSBAD VILLAGE DR Suite: Permit Type: MISCELLANEOUS l( Parcel No- • Lot#: Valuation: 0 . Construction Type• NEW ' Occupancy Group• Referenced• Description: ADA UPGRADE RESTROOMS/STAIRS Permit No• Project No: Development No• CB940330 A9400466 Appl/Ownr : CITY OF CARLSBAD 1250 CARLSBAD VILLAGE DROrVE" CARLSBAD, CA 92008. - " -O ' .*** Fees Required *** X _-. V*> \v - it, Status. Applied- Apr/Issue: Entered By: ISSUED 03/24/94 04/26/94 DC 619 434^2992 -'Fees' Col-lected & Credits' t , I I W Fees : / . 00 ^ ; ' ^-Adjustments . / .00 \s '^'>-. Total Fees: ,' .Cod"*, / *' ^ i> ! ' '- -, " <1 , ^, t v- „Fee description <• -- fc •• x v^-« *. *"- ^Ui, "*-""•' * "" "Ws^."™^ 1 %Miscellaneous Fee #1* ; ,' Jsi ; XX' \ ~ , ^!, ' - ! f "• V '• '-•• „ * ; ' ' I \< "'l-:-x\ v-- %\\ 1x- '/ \\ i •' -. x l :*jnnp **" "" . i ' X v- % \ - , ^i^1. :-;'. ' '-Total3 Credits f, \ •Total Payment's : ' k "^BalanceVpue': - ^ \ -"^^v---^--^^****4^ / * /" t fi^^f ,*" - — — ™ C > ^' •<'"' ".'""'' ' "^T-^ ^' ^ f i - ' / ij&.\ V , r • • •»,r-iw -sr ""? »-* u > 'Rslj if ^ • r * , 'f / .'.vioV.// ,; »*4 f *- '" "*L ^x'' / "P5i 1 -' ' .K4 i lj ^^^ r~ ' /SJC5^ • " • / ipnr^ATPn "*^^ * * . 00 .00 . 00 Ext fee Data NOFEE \ ' ^ -—- —& , —'" " ^ 1 , ' ' '' --V ' '\ V / ' f, -— , ^ \\ \;// /;. -^ '.--/.c:^.- -/ / * / - • . *, \^,/ , t- * ' , ' < V -x -^ ^" CITY OF CARLSBAD 2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161 PERMIT APPUCAT1ON City'of Carlsbad Building Department 2075 Las PaImas Dr.. Carlsbad, CA 92009 (619) 438-1161 1. PERMIT ITFfc From Last 1 (see back) give code of Permit-Type CIT For Residential Projects Only From List 2 (see back) give Code of Structure-Type Net Loss/Gain of Dwelling Units PLAN CHECK NO. EST. VAL PLAN CX DEPOSIT VALID BY DATE ^ - 2 PROJECT INFORMATION FOR OFFICE USE ONLY Address 1250 Carlsbad Village Dr Building or Suite No Nearest Cross Street Pi° Pico LEGAL DESCRIPTION Lot No Subdivision Name/Number Unit No Phase No CHECK BELOW IF SUBMITTED D 2 Energy Calcs D 2 Structural Calcs D 2 Soils Report D 1 Addressed Envelope ASSESSOR'S PARCEL ibb-i8Q-34 EXiSTINC, USE Publir. T.Thrary PROPOSED USE with DisabilitiesA£ctUpgrade ~ renovate restrooms, stairs to comply with Americans SQ FT 525 # OF STORIES # OF BEDROOMS # OF BATHROOMS NAME (.it fliiterent trom applicant; name first)ADDRESS 4 V !> t> CITY ^STATE ZIP CODE DAY TELEPHONE APPLICANT UCONlKACiUK U AGENT FOR CUNlRAClUH U OWNER LJCAtifcN'l rUR OWNER NAME (last name first) Walden, Chuck ADDRESS 4Q5 Oak Avenue -CITY Carlsbad STATE CA ZIP CODE 92008 DAY TELEPHONE 434-2992 PROPERTY OWNER NAME (last name first) CITY CJUNTKACTOK NAME (last name first) CITY City of STATE STATE STATE LIC # Carlsbad ZIP CODE ZIP CODE LICENSE CLASS ADDRESS DAY TELEPHONE ADDRESS DAY TELEPHONE CITY BUSINESS LIC # 701 B Street, #440 CITY San Dieso. STATE CA ZIPCODE q?ini DAY TELEPHONE 231-07M STATE LIC # OoMmisA'rYoN __ Workers' Compensation Declaration I hereby attirm that I have a certificate ot consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab C) INSURANCE COMPANY POLICY NO EXPIRATION DATE Certificate 01 Exemption l certify that in the performance ot trie work tor which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California SIGNATURE DATE «. D Owner-builder Declaration I hereby attirm that 1 am exempt rrom the Contractors License Law tor the following reason I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that su< h improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I am exempt under Section Business and Professions Code for this reason (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 703 1 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL' BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous matenals registration form or nsk management and prevention program under Sections 25505, 25533 or 25534 of the PresJey-Tanner Hazardous Substance Account Act? D YES 0XNO Is the applicant or future building occupant required to obtain a permit from the air pollution control distnct or air quality management district? D YES E1XNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES 0xNO IF ANY OF TI DE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE Am POLLUTION CONTROL DISTRICT . UJNSTKUI.TKJN LENDING AGENCY _ I hereby atnrm that there is a construction lending agency tor the performance ot the work tor which this permit is issued [See 3097UJ Civil Codej LENDER'S NAME LENDER'S ADDRESS ID APPLICANT CEH IT* ICA HOJT I certify i/iat I have read me application and state that the a Dove information is correct I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABUXTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SATO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSIIA. An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stones in height Expiration Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authonzed by such permit is not commenced within 365 days from the date of such permit or if the building or work authonzed by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Buildme Code) APPLICANTS SIGNATURE /) / /? , . , rf* DATE 2''274Y WHITE: File YELLOW: Applicant PINK: Finance BASE **ACTIVITY PROCESSING ** Permit No: CB940330 Type: MISC 03/11/96 08:33 MISCELLANEOUS Status: ISSUED Dates: Applied ; 032494 Apr/ Is sue : 042694 Completed ; _ Expired : 042696 Job Title: ADA UPGRADE RESTROOMS/ STAIRS Descr: _ Valuation; Alt key : Type Const; NEW Address:1250 Lot#: Street: CARLSBAD VILLAGE PR Suite: Parcel:Owner: CITY OF CARLSBAD Occupancy;Ref erence# : No district keyword Appl/Ownr : CITY OF CARLSBAD Address : 1250 CARLSBAD VILLAGE DRIVE Telephone: 63.9 434-2992 CARLSBAD, CA 92008 INSP: YES APPR; NO _ Insp Area: PY _ Entered By: DC COMM: NO MULTP: NO MULTA; NO $ BAL: NO Project: A9400466 ADA UPGRADE RESTROOMS/STAIRS Entered: 03/24/94 By: COUNTER 03/08/96 DATE INSPECTION TYPE INSPECTION HISTORY LISTING FOR PERMIT* CB940330 INSP ACT COMMENTS 01/05/95 Ftg/Foundation/Piers PY NS 01/04/95 Ftg/Foundation/Piers PY NR 01/03/95 Ftg/Foundation/Piers RI RI 01/03/95 Ftg/Foundation/Piers PY NR 12/27/94 Interior Lath/Drywall PK AP 12/08/94 Rough/Topout RI RI 12/08/94 Rough/Topout PY AP 12/06/94 Rough/Topout RI RI 12/06/94 Rough/Topout PY AP 12/05/94 Frame/Steel/Bolting/Wel PY AP 12/01/94 Steel/Bond Beam RI RI 12/01/94 Steel/Bond Beam PY WC 12/01/94 Frame/Steel/Bolting/Wel PY AP 11/29/94 Frame/Steel/Bolting/Wel RI RI 11/29/94 Frame/Steel/Bolting/Wei PY PA RS/ MW/ MW/PM PLEASE MW/LARRY/909-696-0116 MW/ HIT <RETURN> TO CONTINUE... ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DAT JURISDICTION-. PLAN CHECK NO: PROJECT ADDRESS: 4-74- r (TV' 9-4 -SET: TIT CA&LSGA& V ' LLA<5£ PROJECT NAME : CADJLxAA Q { U APPLICANTj OR rs D i CT LJPLAN CHECKER G?IL- COPY QU?S [JDESIGNER The plans transmitted nerewith have been corrected wnere necessary and substantially comply with the jurisdiction's building codes. The plans transmitted nerewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubinitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for uhe jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil_ staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS : Telephone By: IVM/fO ESGIL CORPORATION DGA Den DP Enclosures ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 4" f b / 34-U JURISDICTION: Crry ^F <CAg C SgAP TjPOAN CHECKER1 J^ DFILE COPY PLAN CHECK NO: Q4-~ 3$D SET: -ILL DU?S QDESIGNER PROJECT ADDRESS: I 2. PROJECT NAME: C^-Lt&AQ C/TY ^/gfcA^Y /^OA The plans transmitted Herewith have been corrected where necessary and substantially co-nply with the jurisdiction's building codes. The plans transmitted nerewith will suostantially ccmply with the jurisdiction's building codes wnen minor deficien- cies identified ______ are resolved ard checked ny building department staff. The plans transmitted herewith have significant def5 ciencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The cneck list transmitted herewith is for yoar information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed ;or the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent'to: Me. £X?M^ / ga/Q/iv//i_- Arch ( ."TVH 7>o^a)r>c\ ^ / Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been comoleted. Person contacted: Date contacted: Telephone £ REMARKS: By: T>A\//O Y/\ & Enclosures:ESGIL CORPORATION DGA- DCH DPC PLAN CORRECTION SHEET TENANT IMPROVEMENT PMH CHECK HO.:. JURISDICTION: 31 TO: so PROJECT DATA OCCUPANCY: EQILDING USE: TYPE OF CONSTRDCnON: ACTUAL AREA:\ ALLOWABLE AREA: STORIES; HEIGHT: SpRIHKLERS: OCCUPANT LOAD: REMARKS: Date plans received by jurisdiction Date plans received by Esgil Corporation _ 5/yL Date initial plan check completed By l>xA [/ j p Applicant contact person- RWhTATe 1 - FOREWORD: "PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plunbing Code, Uniform Mechanical Code, National Electrical Code and state lav,s regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on la^s and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. . Code sections cited are based on the 1991 UBC. Clearance from those departments may be required prior to the issuance of a building permit. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in confomance vith the cited codes and regulations. Per Sec. 303(c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, note onthis_list (or a copy1) where each correction item has, been addressed, i e . plan sheet, specification, etc. Be sure _tp_ enclose the marked up, list v.hen you submit the revised plans. JWTE: PAGE NUMBERS ARE HOT IK S^OENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. LIST NO. ^0 TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1991 UBC © 5. 9/ Please make all corrections on the original tracings and submit two new sets of prints, to. Esgil Corporation, 9320 Chesapeake Drive, . Suite #208, San Diego, CA 92123, (619) 560-U68. Please nake all corrections on the original tracings and submit two new sets of prints, to The jurisdiction's building department. Indicate on the Title Sheet of the plans, the nane of the legal owner and narae of person responsible for the preparation of the plans Section 302(d). Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes Business and Professions Code. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license nunber, seal. d_a_t_e__g_f license expiration and date plans are signed.Business and Professions Code. Provide the correct address and suite number of tenant space on the plans Section 302(d). Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302 When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other "permanent equipnent. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distance from the building to the property lines and the location of tenant space (or remodel) within the building. f- On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the renodel areas and the floor where the tenant improvement is located. Provide a note on the plans indicating if any hazardous oaterials will be stored and/or used within the building which exceed the quantities listed in UEC Tables 9-A and 9-B A complete description of the activities nnd processes that will occur in this tenant space should be provided A listing of all hazardous Eatenal'i should be included. The caterials listing should be stated in a fora that would cake classification in Tables 9-A and 9-3 possible The building official may reqaire a technical report to identify and de\elop methods of protection fron hazardous caterials. Section 901(f) If contiol areas are used for exceeding the exez^t anounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed of not less that required for a one-hour occupancy separation. Section 404 The nunber of control areas within a building used for retail/wholesale stores shall not exceed two, the nunber of control areas in buildings with other uses shall not exceed four. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous caterials "in use" and "in storage" shall not exceed the quantity listed in Tables 9-A and 9-3 for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being unproved or altered. Draw the plans to scale and indicate the scale on the plan. Section 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation vails, occupancy separation walls, demising vails, shafts or rated corridors Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect penetrations or proposed openings in existing or new fire walls, floor- ceiling assemblies or roof-ceiling assemblies. 8/4/92 k. Width of clear area on the swing side of the door shall extend 24" past strike janb for exterior doors and 18" past strike janb for interior doors. 2-330i(i.l) The space cet^een t^o consecutive doors (\estibule) shall provide a nininun of 45" clear depth between the open door and a second closed door Doors in a series at a vestibule shall s-ing in the sana directicn, or a-ay frc-a the space between, trea 2-33G4(i.l) For ccrriaors over 200 feet long, see special requirements of Sec 2-3305(b)2. FLOORS Floors or a given stcry shall be a CC~CT Ie-el trarCv-gaout or shall be connected zy paces t nan ranps, passenger elevators, cr s pecial access lifts 2-522(e) NOTE: Only applies vhere disabled access is provided or required to other levels. Treads snail have sacoth, rounded exposed edges and be slip resistant. 2- 3306(s) Nosirg snail not project nore than 1-1/2 inches past face of the riser below 2-3306(s) Risers shall be sufficiently solid 2-3396(s) The upper approacn and Icuer tread of each flignt of stairs shall be niarked with a contrasting colored strip 2" in widtn. 2-3306(r) On exterior stairs, each tread shall be niar.<ed as noted above. 2-3306(r) Handrails are required on each side of stairway. 2-3306 Handrails shall be located 30" to 34" above nosirg,extend 12" beyond top riser and 12" plus tread «idth beyond bottom ncsirg and returned to wall/ne«el post. 2-3306(j 1) Handrails shall be 1-1/4" to 2" in gripping cross section and 1-1/2" clear of -all. 2-3306(j.l) o/ Approved stair-ay identification signs shall ce located at each floor level in all erclosed stair^avs in buildings tv,o or core stories in height The sign shall identify the stairway, indicate whether there is roof access, the floor level, and tre upper and lower terminus of tre stair-ay The information shall be presented us;ng raised A_rabic numerals and raised brai]le synbols -nich conforn to Section 522(b)3 The sign shall be located approximately 5 feet above the floor landirg immediately adjacent to the doer en Che st'-ika side. Signs shall ccircli Mtr. requirements of U B C Star-card \o. 33-2 0 ELEVATC-S a. Prc.'ice clear insice elevator car dim=-sicps as required oy U 3 C Section 5103(c) 6 ard Title 24 2-5103(d 1} 1. -z least c"e ele'ator n o-ildings 4 cr aore stories in 'peig.it 80" by 5V, «ith a 42-ircT sics slide door ipplies o-'lv to- aigh-rise buildings, i/E/'I cccupancies, State-owned s_ilair>gs, reszcential care hones, hotels, cctels, apartments and 2. elevator in buildings core than two stories or builoirgs ^rere disabled access is required to upper level(s) £S" by 54", «ith a mninun clear door '-icth of 36" 3 Elevators other than in (b) above serving les.s than 50 occupants shall have a ninimxm inside platform of 4 feet 6 incre.s by 4 feet 6 inches and a cirinun cle^ir door wiatn of 36 inches b. Raisea Brail Le r^arkings and Arabic numerals are required on control buttons and door jambs 2-5103(d.l) TOILET FiCILIXIES ACCESS When located on accessible floors, sanitary facilities shall be made accessible to phvsically handicapped (2-511.l(a)) Door-a>s s~all have 32" openirg victrj 2-511 1 nininium clear There shall be a level area with 60" clear depth in the direction of the door swing, and a level area «ith 44" clear depth in opposite direction of door swing 2-511*l(a) 12. MULTIPLE ACCOMMODATION TOILET FACILITIES Provide clear area 60" high - or clear space 56' high. 2-511.1(a) dianeter x 27" x 63" x 27" Doors (other than handicap compartment) are not to encroach more than 12" into above oentioned clear space. 2-511.l(a) Provide a 28" clear space between water closet and fixture or 32" clear space •between «ater closet and wall. 2-511.l(a) A 48" long clear space is required in front of *ater closet. A 60" clear space is required v.nen the toilet coiroartnent has a side door. 2-511 l(a) Water closet conpartnent door to provide 32" clear wiath for end entry and 34" clear wictn for side entry. Door to be self-closing 2-511 l(a) SINGLE ACCOMMODATION TOILET FACILITIES Water clcset shall be located 28" fron a fixture or 32" fron a v,all 2-511.l(a) Minmun clear space in front of water closet shall be 48". 2-511 l(a) In an existing building, a single accorraodation toilet facility nay have a space 36" v,ide x 48 " long in front of water closet. 2-511 l(a) 14. «RAB BARS AT \,ATER CLOSET One at side 42" long extending 24" in front of water closet; one at rear 36" long centered on ^ater closet, both counted 33" above floor. Where a tank- type toilet is used, grab bar nay be as high as 36". 2-511.l(a) Bars shall be 1-1/4" to 1-1/2" in dianeter with 1-1/2" clearance to wall. 2-511.l(a) Bar fasteners and mounting support shall be able to withstand 250 Ibs./ft. in bending, shear and tension, 2-511.l(a) 15. WATER CLOSET Height of water closet seat shall be 17" to 19" abo\e floor. 5-1502 Controls shall be operable with one hand, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 44" above the floor. 5-1502 The force required to activate controls shall be no greater than 5 pounds force. 5-1502 URINALS © a )Where urinals are provided, the run of at v—^ least c~e shall project 14" fron the will and be located 17" naxinun above floor. 5-1503(a) (b JT^e force required to activate the flush —^al\e snail be 5 Ibs. naxinun and located 44" ca> irr-m abo/e floor 5-1503(3) ?rc\ide 30'1 x 48" clear floor space for forward approacn. 2-511 l(b) 17 LAviTQ^IES ?ro»*ice 30" x 48" clear floor space for fcr-ara approach Said clear floor space cay irelude knee and toe space under lavatcry described below. 2-511 l(a) Provice clear space beneath, lavatories 29" r-gn bv 30" wide b> 8" deep at top ar.d 9" nign by 30" wide by 17" deep at batten frcn i rant of lavatory (toe space). The riaxinua counter surface reiEHt should be 34". 5-1504(a) cJ pen -ater and drain pipes under lavatories snail be insulated. Faucet controls and operating nechanisn (operable v-ith one hand) shall be of the type rot requiring tight grasping, pincnir.g or twisting of the wrist (such as lever-operated) and an operating force not e>ceeding 5 Ibs. 5-1504(c) lf self-closing valves are used, they shall renain open for at least 10 seconcs. 5-1504(c) TOILET ROOM ACCESSORIES A. Mirror bottom edge shall be located 40" ' naxicr-n abo% e floor. 2-511 l(b) / Toilet tissue dispensers shall be nounted within 12" from the front edge of toilet seat. 2-511.l(b) Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc ) shall floor. 2-511. Kb) be within 40" of 19 j SANITARY FACILITIES IDENTIFICATION f a.^On coorways leading to sanitary V ^facilities the -;ynbols to be provided are 12" Equilateral triangle for men, 12" dianeter circle for women, and 1/4" thick, centered on door, 60" high and contrasting color. Unisex facilities shall be identified by the circle with the triangle superimposed within the circle. 2-511.l(a) 20. BATHING FACILITIES a. One such facility shall comply when provided foe the public, clients or employees. 2-511 l(a) b. Shover cocpartnent shall be **2" wide, 4S" deep, v,ith a 36" wide entrance 2-511 l(a) c Sho« on the plans that tne handicapped bathirg facilities shall conforn to requirements of Sec. 2-511a-9, 5-1505 and 5-1506, i e , folding seat, flexible shower r.cse^ etc. GEKERAT, REQUIREMENTS 21.)DRIVKI\G FOUNTAIN a. Drinxirg fountains shall be *ithin alcoves. 'Ihe alcove shall be not less .than 32' ~ide oy 18" deep. 2-511 l(c) b. When tne enforcing agency detemines that it would create an unreasonable .hare-ship to locate the vater fountain in an alcove, the water fountain may project into the path of travel, and the path cf tra\el shall be identifiable to the blind as follows- (1.) The surface of the path of travel at the water fourtain shall be textured so that it is clearly identifiable by a -blind person using a cane. Tne nininua textured area, shall extend from the wall supporting the water fountain to 1 foot bejond the. front edge of the water fountain and shall extend 1 foot bevond each side of the water fountain, or (2.) Wing walls shall be provided on each side of the water fountain. The v,mg walls shall project out from the supporting wall at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a minimum of 32 inches clear between the wing vails. c. Note on the plans that drinking fountain shall conform to requirements of Sec. 2-511c and 5-1507. Ji. PUBLIC TELEPHONE / a. Provide space 30" x 48" for forward or parallel approach to telephone. 2-511.l(d) b. .Note on the plans that public telephone shall conform to requirements of Sec. 2-511.i(d). /23. ELECTRICAL REQUIREMENTS I a. 15, 20 and 30 amp receptacle outlets / shall be installed not less than 12" above floor. 3-21Q-SO(e) b. Center of switches shall be located not less than 36" nor more than 48" above the floor. 3-380-8(c) 2h. PLUMBING =EQUIREKENTS / a. Where kitchenettes eirplc>ee break rooms customer lounger, at kitchen are provided at conference areas, etc , the faucet sinks shall becontrols operable with oie hand and shall not require tight grasping, pinching or t-LSti-g of the n-rist (i e., use lever- operated, push-type, etc ) If self- closirg valves are used, they shall regain open for at least 10 seconds 5-I5C3 GSQC? A OCCUPANCY REQOTEHtEKTS 16. AUDITXRTJ^S, ASSEMBLY HALLS, THEATRES, ETC / a Sea-irg and toilet facilities for the h=r3icapped shall be accessible from the r^a^a Icisy or prmary entrance. 2-611(0) b This structure requires _ vr.ee Icr.air seating spaces. In theaters ari a_aitoriunis j the seating shall be prcvicea in a vai lety of locations so as to -rcviaed a choice of adnission prices. 2-6Il(b) c Eac.i -reelchair space shall be 601 ana level. 2-61 L(b) 30" d. When, the seatuig capacity exceeds 300, the vneelchair spaces shall be in more than c-e location. 2-611(b) e. Tnis structure requires _ seats for serai-anbulant persons. Clear leg snace shall be at least 24". 2-611(b) f. Stages, enclosed and unenclosed platfcms, orchestra pits, ticket booths, and refreshment sales facilities shall be nade accessible. 2-611(b) . STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUHS a. This structure requires _ vneelchair seating spaces. In theaters and auditoriums, the seating shall be proviced in a variety of locations so as to provided a choice of admission prices. 2-61l(c) b. When the seating capacity exceeds 300, the '-^eelchair spaces shall be in more than one location, 2-611(c) c. Ticket booths must be accessible from both sides. 2-fc>ll(c) d. Participation areas such as ball courts, exercise rooms, tracks, and clubrooms nust be accessible. 2-611(c) e. Spectator and participant sanitary and locker facilities must conform to the reauirenents of Chapter 2-5. 2-61l(c) The jurisdiction has contracted v,ith Esgil /*—-x / .1 Corporation located at 9320 Chesapeake Drive, Suite C/£-j~) Ivh^cT ' g ~rh f* ' ' ^fj_ ft* 208, San Diego, California 92123, telephone number '~ , of 619/560-1468, to perform the plan check for your Y<= <z. ~ho<y)\i - f -^4-Q P - ; / project. If you ha.ve any questions regarding these plan check items, please contact -j r/ at Esgil Corporation 7^"^-X y Thank you. l,^/ (^l^^ylV ^ no\ Enclosures. C!/i L i. t>~>\ -f-L-e 3. 9 /7y, f V _ A Mw > f -i <r / V _ A M <? y^; / _ /-,^.YM re f^XR t^ f"^ £ f . j-J. 8/4/92 Dat.Jurisdiction Prepared byi VALUATION AND PLAN CHECK FEE Blag. Dept Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT M- BUILDING OCCUPANCY ^PHOu'ENO. DESIGNED PnONE TYPE OF CONSTRUCTION PhONE BUILDING PORTION T 1 BUILDING AREA fM~ | - Air Conditioning Cominercial Residential Res, or Comm. Fire Sprinklers Total Value VALUATION r-'ULTIPLIE^ ~2s\~ VALUE X £ / / 2<f— | 1 @ @ @ • i /*,/ ^~~ Building Pet rait Fee S Plan Check Fee S COM H E N T S • SHEET /OF ' 12/87 City of Carlsbad 94080 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday. April 4.1994 Reviewed by Contact Name Chuck Walden Address 1200 Carlsbad Village Dr City, State Carlsbad CA 92008 ~,Dept_ No 94-3307 Planning No Job Name CarlsbadLibrary Job Address 1250 Carlsbad Village Ste or BIdg No .Approved •/ The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to Construct or install improvements Disapproved - Please see the attached report of deficiencies Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review For Fire Department Use Only Review 1 st 2nd 3rd Other Agency ID CFD Job# 94080 Rle# 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 PROJECT HOROWITZ TAYLOR EVGEVEERI1VG T , * r« '*STRUCTURAL CONSULTING STRUCTURAL CALCULATIONS L\fe*JW-rt DESIGN ASSUMPTIONS CONCRETE STRENGTH AT TWENTY EIGHT DAYS 3QQQ MASONRY GRADE "N" CONCRETE BLOCK F' M = MORTAR TYPE S 1800 PSI GROUT 2000 PSI REINFORCING STEEL. A-615 15oo PSI .PSI Mo STRUCTURAL STEEL A-36 .LUMBER- DOUGLAS FIR-LARCH JOISTS BEAMS AND POSTS STUDS SEISMIC FORCE 7.QME1 4 WIND FORCE- 7Q GRADE40. #5ANDUESS(UON) GRADE 60. #6 AND LARGER #2 #1 ..CONSTRUCTION OR BETTER REPORT BY. REPORT NO: -SOIL PRESSURE TX)ADS: ROOF DF.AD LOAD STjOPTNG RpOFlNG PLYWOOD JOISTS INSUL. & CLG. MISC TOTAL = ' ELAE FLOOR DEAD LOAD INX FLOOI PLYW0OD &CLG. EXL WALLDEADLOAD INTERIOR * 10 PSF EXTERIOR 16 PSF ROOFT,TVF.TjQAn SLOPING FLOOR TJVE tjQAD ft% INTERIOR ' BALCONY -" " EXTT-'WALKWAY.- 40 PSF ' 60 PSF(UXXN) 100 PSF ~-. « i'1 s,. ,«, ,^ •< e * ' ' ,* " i/^\*- ' ~' '.- ---- , |„. •', , "> < •' \ * /. 4 * _ ' ,.'~,'•t - •- " ,^ ,.'^Thcsc calculations arc limited only to flic items included herein,'selected ), > , , v, - by the client and do "not imply approval of any other portion of the structure by this office. !|^^^%<i^?^S^^~t ?'A-^.' .r-^v W/^Qii Mnmt^ Cnnvnn PH^StfiVXlOO'^San bfeaa CaWomia;92i23>v <615) 56Qi|383^F^(619)'^Sft^^^i^s^S' fiu U/ ! *y66 A. colv_u- 40 /. -.A i1 - i 1. ! I i • t..01 /, 81 . ~.~ Y r* ' * "' i / ~ • .J i '_'_J/. ...EXUbT1^ '. t t I i 1 1 1 I 1 ii 1 ! Ii I Sworr. 7. w, Du 4 .51} ^fl 100/14 SO 1 t &. -3 . L 4- '^/ WIT: (Cfco ,44lfl ! ' t i i i i f l—1 I i i i f I !I i Line 1 Title : Line 2 Scope : Line 3 Number : Line 4 Misc : ' Line 5 Dsngr :Date:10-Feb-94 MULTI-SPAN CONCRETE BEAM DESIGN & ANALYSIS Page 3 DESCRIPTION », LIBRARY UPGRADE » SLAB AT AH-1 — — — fSTrKrWORT — 1^UlNHKAij "- |Gi-\ar> 1 1 QrissY'i O 1 Gi-san ^ 1opdll -L opdll £, opdll j ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH ft END FIXITY Lft Fix, Pin, Free = 2,1,0 Rt BEAM WIDTH in BEAM DEPTH in . PAT.r'TIT.ATF'n VAT TTPC Left: Max Mu ft-k Mn * Phi ft-k Center: Max Mu ft-k Mn * Phi ft-k . .Dist. to Mu ft Right: Max Mu ft-k Mn * Phi ft-k Max Vu: Left k Rt k Reactions : Left : Dead k . . ( service ) Live k Total k Right: Dead k Live k Total k Max. Defl (a Mid Span in X-Dist ft - BEAM HF^iriM DATA - f'c psi Fy psi LEFT: As-TOP in" 2 'd' TO BARS in CENTER: As-BOTTOM in~2 'd' TO BARS in RIGHT: As-TOP in"2 'd' TO BARS in APPLTFD T.OAT)^ - USE LL THIS SPAN? Y/N UNIFORM DL klf LL klf PARTIAL DL klf LL klf X-Left ft X-Right ft TRAP DL @ Left k/ft DL @ Right k/ft LL @ Left k/ft LL @ Right k/ft X-Left ft X-Right ft 4 12 111 111 12 12 7 7_ „_ 1 __ _ 1 11 1 1-3.6 11.8 11.8 0.0 3.2 15.5 15.5 7.12 -3.6 11.8 1.9 0.53 1.75 1.29 1.20 -0.30 1.56 -0.06 0.51 -0.36 2.06 1.56 0.62 0.51 0.19 2.06 0.82 0.004 -0.050 2.37 6.64l „__ 1 3,000 3,000 3,000 60,000 60,000 60,000 0.491 0.491 1.2 1.2 0.669 0.669 5.8 5.8 0.491 0.074 1.2 1.2l l1 1Y Y Y 0.088 0.088 0.04 0.04 0.067 i 3 10 - , --Span 4- | --Span 5 1 1 _ lI i I 3,000 3,00 60,000 60,00 1 _ \1 | Y Y • ' Line 1 Line 2 Line 3 Line 4 Line 5 Title : Scope : Number : Misc : Dsngr : Date: 10-Feb-94 MULTI-SPAN CONCRETE BEAM DESIGN & ANALYSIS p4 4 POINT MOMENT — C:T.— or Stirrup Spacing "11 "11 IEAR Av @ Req' Req' Req1 Req1 Req' Spacing Req' HTTTTRV DL LL X-Dist. DL LL X-Dist. DL LL X-Dist. DL LL X-Dist. DL LL X-Dist. STIRRUPS - Section d @ Left d @ .2L d @ .4L d @ . 6L d @ . 8L d @ Right VAT.TTITQ k k ft k k ft k k ft k k ft ft-k ft-k ft in"2 in in in in in in 1 4 0.22 0.22 0.22 0.22 0.2 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 Line 1 Title : Line 2 Scope : Line 3 Number: Line 4 Misc : Line 5 Dsngr : Date:10-Fet>-94 MULTI-SPAN CONCRETE BEAM DESIGN & ANALYSIS Page g DESCRIPTION » » ALL SPANS SIMPLE SUPPORT ? SPAN LENGTH ft END FIXITY Lft Fix, Pin, Free =2,1,0 Rt BEAM WIDTH in BEAM DEPTH in PAT.PTIT.ATPn VAT.TTF1^ - Left: Max Mu ft-k Mn * Phi ft-k Center: Max Mu ft-k Mn * Phi ft-k . .Dist. to Mu ft Right: Max Mu ft-k Mn * Phi ft-k Max Vu: Left k Rt ' k Reactions: Left: Dead k . . ( service ) Live k Total k Right: Dead k Live k Total k Max. Defl @ Mid Span in X-Dist ft _ — BFAM DF^TGN DATA — f'c psi Fy psi LEFT; As-TOP in" 2 'd' TO BARS in CENTER: As-BOTTOM in"2 !d' TO BARS in RIGHT : AS-TOP in" 2 'd' TO BARS in _ APPLTFn T-OAD^ USE LL THIS SPAN? Y/N UNIFORM DL klf LL klf PARTIAL DL klf LL klf X-Left ft X-Right ft TRAP DL (3 Left k/ft DL @ Right k/ft LL @ Left k/ft LL (3 Right k/ft X-Left ft X-Right ft LIBRARY UPGRADE SLAB AT AH- 2 N y/n 4 12 1111 1 1 '1 1 12 12 7 7 -3.2 11.8 11.8 0.0 2.4 15.5 15.5 6.96 -3.2 11.8 1.9 0.34 1.76 1.34 0.96 -0.17 1.59 -0.06 0.51 -0.23 2.10 1.59 0.45 0.51 0.19 2.10 0.65 0.003 -0.034 : 2.43 6.56 3,000 3,000 3,000 3,000 3,00 60,000 60,000 60,000 60,000 60,00 0.491 0.491 1.2 1.2 0.669 0.669 5.8 5.8 0.491 0.074 1.2 1.2 Y Y Y Y Y 0.088 0.088 0.04 0.04 0.067 0.067 1.5 4 4.5 i Line 1 Line 2 Line 3 Line 4 Line 5 Title : Scope : Number : Misc : Dsngr : . Date: 10-Feb-94 MULTI-SPAN CONCRETE BEAM DESIGN & ANALYSIS pa^<_ £, POINT MOMENT QTJC'RR Stirrup Av @ Spacing Req' Req ' Req ' Req ' Req ' Spacing Req' OTTFRV DL LL X-Dist. DL LL X-Dist. DL LL X-Dist. DL LL X-Dist. DL LL X-Dist. OrpTDRTIpOO 1 -Ll\I\UJro Section d @ Left d @ ,2L d @ .4L d @ .6L d @ ,8L d @ Right VAT. I IRS k k ft k k ft k k ft k k ft ft-k ft-k ft in"2 in in in in in in - ^ 0.22 0.22 0.22 0.22 0.2 999.00 999.00 ' 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00